孙宏磊

孙宏磊，教授，浙江工业大学土木工程学院院长。长期从事软土与超软土地基处理、多相流数值模拟方法、数据融合算法开发、固废资源化利用、城市防灾及韧性管网方面的研究，承担或参与科技部重点研发计划、国家自然科学基金重点基金、欧盟地平线国际合作科研项目等纵向科研项目7项，主持其他横项科研项目30余项。在国内外重要期刊上发表论文185余篇，其中在岩土工程领域顶级SCI期刊《Géotechnique》、《Journal of Geotechnical and Geoenvironmental Engineering》、《Canadian Geotechnical Journal》发表论文22余篇；撰写英文专著1部；参编行业、地方标准7部；申请或授权发明专利、软件著作权53余项。获国家科学技术进步奖二等奖1项，以第一完成人获浙江省科学技术进步奖一等奖 1 项，其他省部级二等奖以上奖励3项。任中国地震学会岩土工程防震减灾青年工作委员会常务委员等重要学术组织成员、《岩土工程学报》、《Canadian Geotechnical Journal》等国内外期刊审稿人。

本科生课程

城市防灾学

研究生课程

特殊土与地基处理技术

网络课程

工程地质

真空预压虚拟仿真实验

教学成果

1.《绿色建筑技术与造价》，吉林科学技术出版社，2020年，第一副主编

2.《工程制图》，电子科技大学出版社，2020年，第一副主编

3.《土木工程项目管理与施工技术探索》，中国华侨出版社，2021年，第一副主编

4.《土木工程施工》，中国建筑工业出版社，2021年，第一副主编

CFD-DEM计算方法研究

在岩土工程中，土与水相互作用会导致渗蚀、渗滤和冲刷等问题。采用连续介质力学和固体力学理论，无法准确模拟土水相互作用过程。将能够同时求解流体和离散颗粒运动的耦合计算流体力学和离散单元法(CFD-DEM)应用于研究这些岩土工程问题中。CFD-DEM方法可以从微观颗粒运动的角度解释宏观土体力学行为，揭示水土相互作用引起的土体灾害发生机制、预测灾害发展过程，为岩土工程问题提供新的研究视角和手段。

PIV、PTV室内试验研究

真空预压过程中，排水板周围通常会形成土柱，阻碍真空传播，降低固结速率。为了解土柱的形成机理，搭建了粒子图像测速（PIV）技术和粒子追踪测速（PTV）技术测试平台，进行了真空预压PIV模型试验。这些研究为近年来国际上就高含水率淤泥真空预压过程中“土柱”成因的争议提供了新的思路，并给出了“土柱”的形成曲线。

固结理论研究

真空预压法处理疏浚淤泥时，加固效果不理想，淤泥总体强度提升有限，加固不均匀现象严重，排水板周围会形成致密土柱。为更好地进行淤泥固结计算和设计，建立了一系列疏浚淤泥真空预压固结模型并进行了求解，给疏浚淤泥真空预压方案设计提供了可靠的依据。

水平排水板固结理论研究

真空预压联合水平排水板（PHDs）处理软土地基或高含水率泥浆（与土工管袋结合）的技术因其经济、高效，且操作便利而备受推崇。然而，由真空辅助的PHD在为土体带来多重排水路径及高水力梯度的同时，也使其脱水固结过程变得尤为复杂。为准确描述该固结过程，提出了二维渗流平面应变固结模型，并通过模型试验加以验证。这些工作为水平排水板真空预压技术的理论发展及工程应用提供了重要参考。

絮凝机理与新型絮凝剂开发

采用絮凝剂对高含水率泥浆进行絮凝处理是泥浆脱水过程的关键。然而目前絮凝剂的絮凝机理尚不清晰，导致絮凝剂选型缺乏针对性，絮凝效果不佳。研究揭示了絮凝剂存在的电中和、絮凝架桥、压缩双电层作用的相互关系，并针对不同泥浆开发了新型高效絮凝剂，并投入工程应用。

工程废弃泥浆高效脱水技术

针对传统土工管袋法处理高含水量泥浆存在脱水效率低和处理效果欠佳的问题。提出一种新型土工管袋联合排水板处理工程泥浆技术，即在传统土工管袋内增设新的排水通道以促进土体排水。开展土工管袋联合排水板的室内和现场试验。该技术有效缩短了泥浆处理时间，降低了泥浆处理费用。

韧性基础设施研究

我国隧道普遍存在“重建轻管”的现象，导致运营安全事故频发，造成较大人员伤亡和经济损失。近年来，韧性理论（韧性是指系统吸收、抵抗灾害的不利影响，快速恢复系统性能并逐步适应灾害的能力）的发展为隧道防灾提供了新的视角。该研究为隧道运营安全管理提供了“灾前-灾中-灾后”全过程的灾害“预防-应急-恢复-反馈”的新思路，并给出了隧道预防性养护策略，控制了运营性能损失，减少了破坏性后果，缩短了性能恢复时间。

数据融合技术在岩土工程中的应用

岩土工程中存在大量的不确定性因素，通过理论模型和经验方法得到的预测值通常和实测值存在差异。研究基于贝叶斯理论，发展高效的概率反分析方法，充分利用岩土结构物多阶段多点位监测数据，快速准确地估计土体和计算模型参数及其不确定性，从而提高响应预测准确度，有助于工程风险动态评估与控制。研究成果已应用于浙江某电厂地基沉降预测、浙江某基坑工程开挖变形预测、杭州某输水隧洞开挖变形预测和控制。

海洋勘察技术

标准贯入试验因操作简单、使用方便等优势成为近海原位测试最常用的方法之一，然而近海环境中标准贯入试验锤击数修正缺少统一规定。本研究通过分析海洋环境下标准贯入试验过程中重锤重力势能转化效率，探究了不同工况（杆长、挠度）对锤击能量传递的影响，从而得到适合近海海上标贯测试的相应修正系数。研究结果有助于SPT技术在海洋工程勘察中的推广运用，具有深刻的理论背景和工程应用前景。

水工结构物研究

涌潮因其水动力作用强劲，对沿岸建筑物破坏力极大。为此，工程上提出了一种以钢筋砼排桩为主体，顶部用连系梁连接的新型排桩式丁坝护岸结构。排桩式丁坝在涌潮动力荷载作用下的耦合振动响应机理鲜有研究，主要集中在三个方面：（1）流体对土体的作用问题；（2）流体对群桩的相互作用问题；（3）群桩和土体的相互作用问题。利用土-桩-水耦合的解析解，得出了结构在时域、频域的动力响应规律；采用Ansys、Abaqus、Plaxis等数值模拟软件，获得了结构应力、土体变形、涌潮压力的变化规律；采用水槽试验、模型试验，对比验证了解析和数值模型的合理性。  

新型电力杆塔基础技术研究

随着电网全覆盖建设，许多线路需经过山区。山区地区的地质条件常为覆土1-5m、下卧风化岩，为了更好利用两种地层承载力、提高工程经济性，一种上部为桩或掏挖基础、下部为岩石锚杆的组合型基础常在这些山区被应用。目前针对这种基础的国内外研究和规范甚少，其抗拔承载、抗水平力承载和构造改进等方面具有重要研究价值。现已采用数值模拟、现场试验、理论解析等方法对该基础开展研究。

获奖情况：

• 2024，浙江省科学技术奖，一等奖，工程废弃泥浆绿色高效减量与资源化利用成套技术（排名第1）

• 2024，江西省科学技术奖，一等奖，软土地质条件下公路路基变形分析理论与控制关键技术（排名第3）

• 2021，第二届“曾国熙岩土工程奖”，青年奖

• 2021，浙江省水利科技创新奖，特等奖，杭州市第二水源千岛湖配水工程关键技术研究（排名第5）

• 2021，浙江省“万人计划”青年拔尖人才

• 2013，国家科技进步奖，二等奖，长期循环动载下饱和软弱土地基灾变控制技术及应用（排名第6）

• 2011，浙江省科学技术奖，二等奖，强夯法加固回填土地基关键技术研究及应用（排名第4）

• 2009，教育部科技进步奖，一等奖，动荷载下饱和土耦合作用理论及灾变控制技术与工程应用（排名第4）

  
  

学术职务：

• 2020—至今，国际土力学与岩土工程学会委员

• 2019—至今，水利学会岩土力学专业委员会委员

• 2021—至今，中国地震学会岩土工程防震减灾委员会常务委员

• 2020—2025，浙江省力学学会岩土力学与工程专业委员会副主任

• 2022—至今，《铁道科学与工程学报》青年编委

• 2023—至今，《长沙理工大学学报（自然科学版）》第一届青年编委会委员

• 2023—至今，《中外公路》青年编委会委员

• 2022—至今，中国岩石力学与工程学会环境岩土工程分会青年工作委员会委员

  
  

近五年发表论文：

[1] Bi, W., Chen, M., Hu, C., Sun, H., Xu, S., Jiang, J., . . . Deng, J. (2023). Insight into sludge dewatering by periodate driven directly with Fe(II): Extracellular polymeric substances solubilization and mineralization. Journal of Environmental Management, 344. doi:10.1016/j.jenvman.2023.118450

[2] Cai, A., Deng, J., Ling, X., Ye, C., Sun, H., Deng, Y., . . . Li, X. (2022). Degradation of bisphenol A by UV/persulfate process in the presence of bromide: Role of reactive bromine. Water Research, 215. doi:10.1016/j.watres.2022.118288

[3] Cao, H.-t., Sun, H.-l., Xu, S.-l., Cui, Y.-j., Cai, Y.-q., Xu, T., & Lu, X.-l. (2025). Biopolymer-modified bentonite slurry with gellan gum for high salt resistance in marine geotechnical engineering. Canadian Geotechnical Journal, 62, 1-15. doi:10.1139/cgj-2025-0021

[4] Cao, H.-t., Sun, H.-l., Xu, S.-l., Wang, B., Xu, T., Zhang, G., & Shen, X.-y. (2025). Infiltration Model of Rheological Bentonite Slurry through Sands. Journal of Geotechnical and Geoenvironmental Engineering, 151(2). doi:10.1061/jggefk.Gteng-12652

[5] Chen, M., Hu, C., Wang, L., Sun, H., Xu, S., Ling, X., . . . Deng, J. (2023). The novel application of polyoxometalates in sludge dewatering: Cells lysis and re-flocculation. Chemical Engineering Journal, 470. doi:10.1016/j.cej.2023.144200

[6] Deng, T., Sun, J., Deng, Y., Geng, X., Liu, S., Chen, Y., & Sun, H. (2023). Desulfurization ash recycling in the cement-stabilized sludge and its abnormal efficiency. Construction and Building Materials, 395. doi:10.1016/j.conbuildmat.2023.132304

[7] Deng, Y., Jiang, Y., Wu, J., Sun, H., & Geng, X. (2022). Desert silty sand modified by anionic PAM and ordinary portland cement: Microfabric reinforcement and durability. Transportation Geotechnics, 37. doi:10.1016/j.trgeo.2022.100846

[8] Deng, Y., Xu, C., Marsheal, F., Geng, X., Chen, Y., & Sun, H. (2021). Constituent effect on mechanical performance of crushed demolished construction waste/silt mixture. Construction and Building Materials, 294. doi:10.1016/j.conbuildmat.2021.123567

[9] He, B., Yuan, Z.-y., Jiang, Z.-q., Ni, D.-y., Shi, L., Yuan, Z.-h., & Sun, H.-l. (2022). Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil. Marine Georesources & Geotechnology, 40(10), 1193-1204. doi:10.1080/1064119x.2021.1978595

[10] He, X., Sun, H., Gu, C., Yang, J., Wang, J., & Ge, M. (2024). Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions. Soil Dynamics and Earthquake Engineering, 182. doi:10.1016/j.soildyn.2024.108692

[11] He, Z., Shen, M., Yu, Z., Sun, H., Cai, Y., Yu, M., & Zhang, Q. (2023). Effect of water content on clogging of dredged slurry under vacuum preloading from PIV perspective. Marine Georesources & Geotechnology. doi:10.1080/1064119x.2023.2211979

[12] He, Z., Sun, H., Chu, J., Pan, K., Xu, S., & Zhang, R. (2025). Image-Based Deformation Characterization of Dredged Soil during Consolidation under Vacuum Preloading with Horizontal Drains. Journal of Geotechnical and Geoenvironmental Engineering, 151(7). doi:10.1061/jggefk.Gteng-13077

[13] Huang, Z., Shi, L., Sun, H., & Cai, Y. (2022). A simple bounding surface elasto-viscoplasticity model for marine clays under monotonic and cyclic loading. Ocean Engineering, 266. doi:10.1016/j.oceaneng.2022.113129

[14] Jin, H., Guo, L., Sun, H., Shi, L., & Cai, Y. (2022). Undrained cyclic shear strength and stiffness degradation of overconsolidated soft marine clay in simple shear tests. Ocean Engineering, 262. doi:10.1016/j.oceaneng.2022.112270

[15] Jin, H., Guo, L., Sun, H., Wu, T., Shi, L., & Cai, Y. (2023). Energy-based evaluation of undrained cyclic behavior of marine soft clay under multidirectional simple shear stress paths. Acta Geotechnica, 18(6), 2883-2898. doi:10.1007/s11440-022-01765-5

[16] Jin, Z., Liu, J., Sun, H., Sun, M., & Xu, X. (2024). Influence of gradation range on strong contact network in granular materials. Granular Matter, 26(2). doi:10.1007/s10035-024-01404-8

[17] Ling, X., Cai, A., Chen, M., Sun, H., Xu, S., Huang, Z., . . . Deng, J. (2022). A comparison of oxidation and re-flocculation behaviors of Fe2+/PAA and Fe2+/H2O2 treatments for enhancing sludge dewatering: A mechanism study. Science of the Total Environment, 847. doi:10.1016/j.scitotenv.2022.157690

[18] Ling, X., Chen, M., Cai, A., Sun, H., Xu, S., Wang, L., . . . Deng, J. (2022). A novel pre-magnetized ZVI/PS pretreatment for improving sludge dewaterability: The role of EPS fractions. Journal of Environmental Management, 318. doi:10.1016/j.jenvman.2022.115646

[19] Ling, X., Zheng, H., Huang, J., Sun, H., Xu, S., Zeng, H., . . . Deng, J. (2024). The novel application of polyoxometalates for achieving sludge deep dewatering using low-temperature thermal hydrolysis pretreatment. Journal of Cleaner Production, 444. doi:10.1016/j.jclepro.2024.141125

[20] Liu, F.-y., Li, H.-z., & Sun, H.-l. (2023). Effect of rubber-sand particle size ratio on shear properties of rubber-sand mixtures under normal cyclic loading. Construction and Building Materials, 406. doi:10.1016/j.conbuildmat.2023.133415

[21] Liu, J., Cui, L., Jia, Y., & Sun, H. (2025). A case study of numerical simulation on the interaction among random double caisson breakwater and seabed. Ocean Engineering, 316. doi:10.1016/j.oceaneng.2024.119916

[22]  Liu, J., Jia, Y., Cui, L., Sun, H., Lv, X., & Asheghabadi, M. S. (2024). Numerical Analysis of Dynamic Response and Liquefaction Phenomena in Sandy Seabed Foundation around a Semi-Circular Breakwater under Wave Loading. Journal of Marine Science and Engineering, 12(1). doi:10.3390/jmse12010040

[23] Liu, S., Cai, Y., Sun, H., Geng, X., Shi, L., & Pan, X. (2021). Consolidation Considering Clogging Effect under Uneven Strain Assumption. International Journal of Geomechanics, 21(1). doi:10.1061/(asce)gm.1943-5622.0001898

[24] Liu, S., Sun, H., Geng, X., Cai, Y., Shi, L., Deng, Y., & Cheng, K. (2022). Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method. Geotextiles and Geomembranes, 50(3), 535-544. doi:10.1016/j.geotexmem.2022.01.002

[25] Liu, S., Sun, H., Zheng, J., Cai, Y., Zhang, R., Geng, X., & Cheng, K. (2023). Large strain consolidation of dredged slurries considering clogging effect with coupled vertical-radial flow. Acta Geotechnica, 18(6), 3177-3192. doi:10.1007/s11440-022-01743-x

[26] Pan, K., Shi, Z., Wu, Q., Sun, H., & Cai, Y. (2025). Energy-Based Assessment of Cyclic Liquefaction Susceptibility of Air-Injected Desaturated Sand Considering Initial Stress Anisotropy. Journal of Geotechnical and Geoenvironmental Engineering, 151(6). doi:10.1061/jggefk.Gteng-12894

[27] Pan, X., He, B., Yuan, Z., Xu, S., Xu, D., Jiang, Z., . . . Sun, H. (2022). Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile-Bucket Foundation. Advances in Civil Engineering, 2022. doi:10.1155/2022/9569102

[28] Pan, X., Tong, J., Guo, L., Wu, T., Yuan, Z., & Sun, H. (2022). Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Soil Dynamics and Earthquake Engineering, 154. doi:10.1016/j.soildyn.2022.107159

[29] Qian, H., Sun, H., Cai, Z., Gao, F., Ni, T., & Yuan, Y. (2024). RC Bridge Concrete Surface Cracks and Bug-Holes Detection Using Smartphone Images Based on Flood-Filling Noise Reduction Algorithm. Applied Sciences-Basel, 14(21). doi:10.3390/app142110014

[30] Shi, L., He, J., Huang, Z., Sun, H., & Yuan, Z. (2022). Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train. Soil Dynamics and Earthquake Engineering, 156. doi:10.1016/j.soildyn.2022.107202

[31] Shi, L., Jiang, J., Wang, Q., Sun, H., Yuan, Z., & Pan, X. (2021). Numerical study on movements of soil particles forming clogging layer during vacuum preloading of dredged slurry. Granular Matter, 23(4). doi:10.1007/s10035-021-01151-0

[32] Shi, L., Wang, J., Wang, X., Sun, H., Yu, Y., & Cai, Y. (2023). How energy is consumed in vacuum preloading treatment of soft ground? Geotechnique. doi:10.1680/jgeot.21.00394

[33] Shi, L., Yin, X., Sun, H., Pan, X., Yuan, Z., & Cai, Y. (2021). A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content. Canadian Geotechnical Journal. doi:10.1139/cgj-2020-0676

[34] Shi, L., Yin, X., Ye, X., He, Z., Sun, H., & Cai, Y. (2023). Radial Filtration Model of Clogging Column for Prefabricated Vertical Drain Treatment of Slurry. Journal of Geotechnical and Geoenvironmental Engineering, 149(1). doi:10.1061/(asce)gt.1943-5606.0002925

[35] Shi, L., Yuan, Z., Yuan, Z., Sun, H., & Cai, Y. (2022). On load-bearing and soil-reacting characteristics of hybrid pile-bucket foundations subjected to static horizontal loading. Marine Structures, 84. doi:10.1016/j.marstruc.2022.103222

[36] Sun, H.-l., He, Z.-l., Geng, X.-y., Shen, M.-f., Cai, Y.-q., Wu, J., . . . Wang, W.-j. (2022). Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology. Canadian Geotechnical Journal, 59(7), 1292-1298. doi:10.1139/cgj-2021-0341

[37] Sun, H.-l., He, Z.-l., Pan, K., Lu, J.-l., Pan, X.-d., Shi, L., & Geng, X.-y. (2022). Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains. Canadian Geotechnical Journal, 59(8), 1373-1385. doi:10.1139/cgj-2021-0248

[38] Sun, H.-l., Weng, Z.-q., Geng, X.-y., Shen, M.-f., Pan, X.-d., Shi, L., & Cai, Y.-q. (2022). Experimental study on the effects of particle grading on lime-treated slurry with vacuum preloading. Marine Georesources & Geotechnology, 40(7), 869-881. doi:10.1080/1064119x.2021.1946626

[39] Sun, H.-l., Zhang, H., Geng, X.-y., Cui, Y.-j., & Cai, Y.-q. (2023). Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains. Journal of Geotechnical and Geoenvironmental Engineering, 149(8). doi:10.1061/jggefk.Gteng-11511

[40] Sun, H., Fang, Y., Yuan, Z., Weng, Z., & Ni, D. (2021). Analytical modeling for the calculation of underground train-induced vibrations in inhomogeneous soils with uncertainty. Aip Advances, 11(11). doi:10.1063/5.0058234

[41] Sun, H., Lan, H., He, Z., Pan, X., Zhang, R., Zhang, P., & Tong, J. (2025). Dynamic resilience assessment and multi-objective optimization decision-making for urban roadway tunnel system in the face of fire disaster. Tunnelling and Underground Space Technology, 155. doi:10.1016/j.tust.2024.106120

[42] Sun, H., Lu, J., Xu, S., Weng, Z., Zhang, H., Deng, J., & Cui, C. (2024). Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge. Marine Georesources & Geotechnology, 42(12), 1783-1794. doi:10.1080/1064119x.2024.2302818

[43] Sun, M., Zhang, Q., Sun, H., & Weng, Z. (2023). Experimental Study on Axial Stress and Hammer Impacting Energy of Offshore Standard Penetration Test. Applied Sciences-Basel, 13(17). doi:10.3390/app13179487

[44] Sun, Y., Sun, H., Tang, C., Cai, Y., & Pan, F. (2023). Monotonic uplift behavior of anchored pier foundations in soil overlying rock. Journal of Zhejiang University-Science A, 24(7), 569-583. doi:10.1631/jzus.A2200446

[45] Tang, C., Phoon, K.-K., Yuan, J., Tao, Y., & Sun, H. (2025). Variability in Geostructural Performance Predictions. Asce-Asme Journal of Risk and Uncertainty in Engineering Systems Part a-Civil Engineering, 11(1). doi:10.1061/ajrua6.Rueng-1418

[46] Tao, Y.-q., Sun, H.-l., & Cai, Y.-q. (2021). Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data. International Journal for Numerical and Analytical Methods in Geomechanics, 45(11), 1647-1663. doi:10.1002/nag.3218

[47] Tao, Y., He, W., Sun, H., Cai, Y., & Chen, J. (2022). Multi-objective optimization-based prediction of excavation-induced tunnel displacement. Underground Space, 7(5), 735-747. doi:10.1016/j.undsp.2021.12.005

[48] Tao, Y., Pan, S., Sun, H., Cai, Y., Zhang, G., & Sun, M. (2024). A bi-fidelity inverse analysis method for deep excavations considering three-dimensional effects. International Journal for Numerical and Analytical Methods in Geomechanics, 48(10), 2471-2492. doi:10.1002/nag.3742

[49] Tao, Y., Phoon, K.-K., Sun, H., & Cai, Y. (2024). Hierarchical Bayesian model for predicting small-strain stiffness of sand. Canadian Geotechnical Journal, 61(4), 668-683. doi:10.1139/cgj-2022-0598

[50] Tao, Y., Phoon, K.-K., Sun, H., & Ching, J. (2024). Variance reduction function for a potential inclined slip line in a spatially variable soil. Structural Safety, 106. doi:10.1016/j.strusafe.2023.102395

[51] Tao, Y., Sun, H., & Cai, Y. (2022). Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002245

[52] Tao, Y., Zeng, S., Ying, T., Sun, H., Pan, S., & Cai, Y. (2025). A deep transfer learning model for the deformation of braced excavations with limited monitoring data. Journal of Rock Mechanics and Geotechnical Engineering, 17(3), 1555-1568. doi:10.1016/j.jrmge.2024.02.048

[53] Tao, Y., Zeng, S., Zhou, K., & Sun, H. (2025). Cross-domain feature-enhanced YOLOv8 model for underground defect detection. Reliability Engineering & System Safety, 264. doi:10.1016/j.ress.2025.111400

[54] Wang, M., Pan, S., Tao, Y., Sun, H., & Li, X. (2022). Hierarchical Bayesian modelling of quasi-region-specific soil porosity. Ocean Engineering, 266. doi:10.1016/j.oceaneng.2022.113052

[55] Weng, Z., Zhang, J., Wang, K., Zhang, H., Sun, H., Li, J., & Cai, Y. (2024). A New Approach for Dewatering Slurry: Vacuum Preloaded Geotextile Tube. Journal of Materials in Civil Engineering, 36(7). doi:10.1061/jmcee7.Mteng-17223

[56] Weng, Z., Zheng, Y., Zhu, Q., Sun, H., & Ni, D. (2023). Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content. Applied Sciences-Basel, 13(7). doi:10.3390/app13074101

[57] Wu, T., Galindo, R., Sun, H.-l., & Cai, Y.-q. (2023). Lateral dynamic responses of coastal group piles considering pile-water-soil interactions. Ocean Engineering, 288. doi:10.1016/j.oceaneng.2023.115997

[58] Wu, T., Galindo, R., Sun, H., & Cai, Y. (2023). Dynamic responses of the sheet-pile groin under tidal bore considering the soil-structure-water interaction. Ships and Offshore Structures. doi:10.1080/17445302.2023.2171557

[59] Wu, T., Jin, H., Guo, L., Sun, H., Tong, J., Jiang, Y., & Wei, P. (2022). Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. Soil Dynamics and Earthquake Engineering, 152. doi:10.1016/j.soildyn.2021.107023

[60] Wu, T., Sun, H.-l., Cai, Y.-q., Wu, J.-t., & Zhang, Y.-p. (2022). Analytical study on the dynamic responses of a sheet-pile groin subjected to transient lateral impulses. Ocean Engineering, 249. doi:10.1016/j.oceaneng.2022.110875

[61] Wu, T., Sun, H., Aires, R. G., Cai, Y., Wu, J., & Zhang, Y. (2023). Analytical solution for sheet-pile groin vibrations under tidal bore excitation. Marine Georesources & Geotechnology, 41(5), 493-508. doi:10.1080/1064119x.2022.2062269

[62] Wu, T., Tong, J., Sun, H., Yuan, Z., & Guo, L. (2022). Common characteristics between cyclic behaviours at different frequencies and monotonic behaviours of clay. Canadian Geotechnical Journal. doi:10.1139/cgj-2021-02591

[63] Wu, T., Zhang, T., Gu, C., Wang, J., Cai, Y., Sun, H., & Yuan, Z. (2022). Cyclic Behavior of Saturated Clays in Plane Strain State. Journal of Geotechnical and Geoenvironmental Engineering, 148(1). doi:10.1061/(asce)gt.1943-5606.0002721

[64] Wu, T., Zhang, Y., Sun, H., Galindo, R., Wu, W., & Cai, Y. (2023). Dynamic response of sheet-pile groin under tidal bore considering pile-pile mutual interaction and hydrodynamic pressure. Soil Dynamics and Earthquake Engineering, 164. doi:10.1016/j.soildyn.2022.107568

[65] Xu, C., Hu, Y., Ni, J., Deng, Y., Sun, H., & Geng, X. (2024). Percolation Behavior of Soft Clay under Vacuum Suction. International Journal of Geomechanics, 24(8). doi:10.1061/ijgnai.Gmeng-9356

[66] Xu, L., Zhang, R., Zheng, J., Sun, H., & Gao, Y. (2025). Evolution of axial cumulative strain and micro-pore structure characteristics of solidified mud under cyclic loading. Transportation Geotechnics, 50. doi:10.1016/j.trgeo.2024.101454

[67] Xu, S., Cao, H., Zhu, Y., Sun, H., Lu, J., & Shi, J. (2022). Mechanism of Filtration Behaviors of Cement-Based Grout in Saturated Sand under Different Grouting Conditions. Geofluids, 2022. doi:10.1155/2022/2332743

[68] Xu, S., Hu, L., Sun, H., Wang, B., Gao, F., & Wang, M. (2025). Investigating peak strength of gap-graded soils through discrete element method: mechanisms and prediction. Granular Matter, 27(2). doi:10.1007/s10035-025-01511-0

[69] Xu, S., Shi, J., Deng, J., Sun, H., Wu, J., & Ye, Z. (2023). Flocculation and dewatering of the Kaolin slurry treated by single- and dual-polymer flocculants. Chemosphere, 328. doi:10.1016/j.chemosphere.2023.138445

[70] Xu, S., Shi, J., Sun, H., Deng, J., He, Z., Ye, Z., & Wang, Y. (2024). Effects of a new synthetic Fe-PAM flocculants on filtration and consolidation of bentonite slurry. Construction and Building Materials, 439. doi:10.1016/j.conbuildmat.2024.137331

[71] Xu, S., Zhu, Y., Cai, Y., Sun, H., Cao, H., & Shi, J. (2022). Predicting the permeability coefficient of polydispersed sand via coupled CFD-DEM simulations. Computers and Geotechnics, 144. doi:10.1016/j.compgeo.2022.104634

[72] Xu, S., Zhu, Y., Cao, H., Sun, H., Cai, Y., & Wu, J. (2022). Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale-up CFD-DEM simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 46(7), 1272-1291. doi:10.1002/nag.3345

[73] Yang, X., Hu, J., Sun, H., & Zheng, J. (2024). An approach for determination of lateral limit angle in kinematic planar sliding analysis for rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 16(4), 1305-1314. doi:10.1016/j.jrmge.2023.09.013

[74] Yang, X., Shi, G., Wu, C., & Sun, H. (2023). Theoretical determination of zeta potential for the variable charge soil considering the pH variation based on the Stern-Gouy double-layer model. Environmental Science and Pollution Research, 30(9), 24742-24750. doi:10.1007/s11356-022-25126-7

[75] Yi-zhou, S., Pan, K., Tang, C., Hong-lei, S., Yuan-qiang, C., & Pan, F. (2022). Field experimental study on cyclic uplift behavior of anchored pier foundations. Acta Geotechnica, 17(10), 4419-4434. doi:10.1007/s11440-022-01503-x

[76] Yu, X., Sun, H., Liu, J., Zhao, H., & Han, Y. (2024). Experimental Study on Cyclic Simple Shear Test of Coastal Tidal Soft Soil. Journal of Marine Science and Engineering, 12(7). doi:10.3390/jmse12071066

[77] Yuan, Z., Cai, Y., Sun, H., Shi, L., & Pan, X. (2021). The influence of a neighboring tunnel on the critical velocity of a three-dimensional tunnel-soil system. International Journal of Solids and Structures, 212, 23-45. doi:10.1016/j.ijsolstr.2020.11.026

[78] Yuan, Z., Wu, J., Sun, H., Cai, Y., & Zou, C. (2023). Practical back-analysis methodology to predict underground train-induced building vibrations. Environmental Science and Pollution Research, 30(20), 58697-58715. doi:10.1007/s11356-023-26389-4

[79] Yuan, Z., Zheng, Y., He, J., Shi, L., Wu, T., Cao, Z., & Sun, H. (2024). A comparison of two numerical models for modeling a twin tunnel in a saturated half-space. European Journal of Environmental and Civil Engineering, 28(15), 3479-3503. doi:10.1080/19648189.2024.2346273

[80] Zeng, S., Tao, Y., Sun, H., & Wang, Y. (2025). Semi-supervised ensemble model for TBM rock mass classification. Tunnelling and Underground Space Technology, 162. doi:10.1016/j.tust.2025.106632

[81] Zeng, S., Wang, G., Sun, H., Tao, Y., & Pan, X. (2025). A semi-supervised dual-path model for underground defect detection. Engineering Applications of Artificial Intelligence, 158. doi:10.1016/j.engappai.2025.111493

[82] Zhang, H., Cui, Y.-J., Sun, H.-L., Geng, X.-y., & Cai, Y.-Q. (2025a). Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains. Canadian Geotechnical Journal, 62. doi:10.1139/cgj-2024-0567

[83] Zhang, H., Cui, Y.-j., Sun, H.-l., Geng, X.-y., & Cai, Y.-q. (2025b). Large-Strain Consolidation of Sludge in Geotextile Tubes Considering Vacuum-Induced Rapid Consolidation and Soil Reconstitution. Journal of Geotechnical and Geoenvironmental Engineering, 151(3). doi:10.1061/jggefk.Gteng-12653

[84] Zhang, H., Cui, Y., Sun, H., & Cai, Y. (2025). Coupled filtration-consolidation model for vacuum-preloaded soft ground. Geotechnique, 75(7), 913-926. doi:10.1680/jgeot.23.00262

[85] Zhang, H., Geng, X.-y., Sun, H.-l., Deng, Y.-f., Liu, S.-j., & Cai, Y.-q. (2023). Consolidation theory of slurry dewatered by permeable geotextile tube with distributed prefabricated drains. Canadian Geotechnical Journal, 60(2), 213-229. doi:10.1139/cgj-2022-0083213

[86] Zhang, H., Liu, S., Sun, H., Cai, Y., Geng, X., Pan, X., & Deng, Y. (2022). Large-Strain Self-Weight Consolidation of Dredged Sludge. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002209

[87] Zhang, H., Sun, H.-l., Geng, X.-y., Zhang, R.-j., & Cai, Y.-q. (2025). Compressional rheology model for vacuum filtration-consolidation of sludge in geotextile tubes. Canadian Geotechnical Journal, 62, 1-16. doi:10.1139/cgj-2024-0152

[88] Zhang, H., Sun, H. L., Liu, S. J., Chu, J., Shi, L., Geng, X. Y., . . . Cai, Y. Q. (2023). Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes. Journal of Geotechnical and Geoenvironmental Engineering, 04023037 (04023015 pp.)-04023037 (04023015 pp.). doi:10.1061/jggefk.Gteng-11188

[89] Zhang, H., Wang, W.-j., Liu, S.-j., Chu, J., Sun, H.-l., Geng, X.-y., & Cai, Y.-q. (2022). Consolidation of Sludge Dewatered in Geotextile Tubes under Combined Fill and Vacuum Preloading. Journal of Geotechnical and Geoenvironmental Engineering, 148(6). doi:10.1061/(asce)gt.1943-5606.0002791

[90] Zheng, J., Guo, J., Wang, J., Sun, H., Deng, J., & Lv, Q. (2022). A universal elliptical disc (UED) model to represent natural rock fractures. International Journal of Mining Science and Technology, 32(2), 261-270. doi:10.1016/j.ijmst.2021.12.001

[91] Zhou, K., Zeng, S., Sun, H., Tao, Y., Chen, K., & Zhou, Y. (2025). A U-Net-based inversion model for underground cavity detection. Proceedings of SPIE, 13562, 135622M (135628 pp.)-135622M (135628 pp.). doi:10.1117/12.3062684

[92] Zhu, Y., Hu, L., Xu, S., Hu, Z., Sun, H., Weng, Z., & Wang, Y. (2025). Investigation on the mechanism of size effect on suffusion via CFD-DEM simulations. Acta Geotechnica, 20(1), 347-364. doi:10.1007/s11440-024-02451-4

[93] Zhu, Y., Sun, H., Xu, S., Hu, L., Cao, H., Cai, Y., & Liu, J. (2023). Mechanics of the penetration and filtration of cement-based grout in porous media: New insights from CFD-DEM simulations. Tunnelling and Underground Space Technology, 133. doi:10.1016/j.tust.2022.104928

[94] Zou, B., Chen, Y., Bao, Y., Liu, Z., Hu, B., Ma, J., . . . Long, X. (2025). Impact of tunneling parameters on disc cutter wear during rock breaking in transient conditions. Wear, 560. doi:10.1016/j.wear.2024.205620

[95] 蔡袁强, 谢况琴, 袁宗浩, 孙宏磊, 黄勇, 曹秒凤, . . . 梁旭. 硬质岩层盾构掘进引起国保单位白塔振动预测与控制技术. 岩土工程学报, 1-9.

[96] 陈超峰, 丁智, 孙宏磊, & 王震. (2024). 列车振动对水下隧道影响研究综述. 低温建筑技术, 46(10), 81-85.

[97] 何维, 孙宏磊, 陶袁钦, & 蔡袁强. (2022). 开挖引起的隧道位移动态多目标优化反演预测. 上海交通大学学报, 56(12), 1688-1699.

[98] 金子煜, 刘嘉英, 赵婷婷, 孙宏磊, 王新泉, & 杨舒涵. 应力各向异性对散粒体三维强度影响的拓扑机理. 力学学报, 1-13.

[99] 林楚轩, 孙宏磊, & 翁振奇. (2024). 生物酶联合水泥固化淤泥力学性能及机理. 哈尔滨工业大学学报, 56(07), 46-54.

[100] 刘飞禹, 陈舒祺, 孙宏磊, & 刘洪波. (2023). 不同含水率花岗岩残积土-格栅界面剪切特性. 同济大学学报(自然科学版), 51(02), 222-228.

[101] 刘飞禹, 李昊泽, 符军, & 孙宏磊. (2023). 橡胶砂级配对混合土体剪切特性影响研究. 岩土力学, 44(03), 663-672.

[102] 刘飞禹, 赵川, 孙宏磊, & 张诗珣. (2022). 含盐量对硫酸钠盐渍土–混凝土界面剪切特性的影响研究. 岩石力学与工程学报, 41(08), 1680-1688.

[103] 吕江, 赵晖, 杨杓, 赵家琛, & 孙宏磊. (2021). 山区水下填方路堤边坡的稳定性分析. 深圳大学学报(理工版), 38(02), 151-156.

[104] 吕江, 赵晖, 袁宗浩, 潘晓东, 孙宏磊, & 蔡袁强. (2021). 高速公路边坡植被修复对土壤微生物群落的影响. 福建农林大学学报(自然科学版), 50(03), 420-426.

[105] 吕江, 赵晖, 赵家琛, 杨杓, & 孙宏磊. (2021). 高能级强夯加固库区抛填路基的设计参数研究. 公路, 66(09), 140-144.

[106] 马笑遇, 袁宗浩, 戴凯鑫, 蔡袁强, 罗军, 李旭东, & 孙宏磊. (2021). 波函数法在成层半空间圆形隧道动力响应分析中的应用. 浙江工业大学学报, 49(02), 147-155.

[107] 沈梦芬, 鲍丽春, 孙宏磊, & 蔡袁强. (2023). 基于不同原位试验的土壤液化判别模型保守性评估. 岩土工程学报, 45(S2), 1-6.

[108] 孙宏磊, 陆逸, 潘晓东, 史吏, & 蔡袁强. (2021). 真空预压作用下初始含水率对疏浚淤泥固结影响研究. 岩土力学, 42(11), 3029-3040.

[109] 孙宏磊, 吕江, 赵晖, & 赵家琛. (2021). 干湿循环对高填方路堤边坡稳定性影响研究. 浙江工业大学学报, 49(01), 66-71.

[110] 孙宏磊, 伍婷玉, 刘晓, & 刘铭心. (2024). 基于竞赛驱动的本科生综合能力培养探索与实践——以土木工程专业为例. 建筑与文化(08), 18-20.

[111] 孙宏磊, 徐振恺, 刘斯杰, & 蔡袁强. (2025). 考虑土柱发展过程的淤泥真空预压大应变固结计算. 岩土力学, 46(01), 133-146+155.

[112] 孙义舟, 孙宏磊, & 蔡袁强. (2022). 桩-锚复合基础上拔承载力计算和参数影响研究. 上海交通大学学报, 56(06), 701-709.

[113] 孙义舟, 孙宏磊, 唐冲, 蔡袁强, & 潘峰. (2023). 上覆土层岩石锚墩基础单调上拔承载特性研究（英文）. Journal of Zhejiang University-Science A(Applied Physics & Engineering), 24(07), 569-584.

[114] 陶袁钦, 潘孙珏徐, 孙宏磊, & 聂艳侠. (2025). 基于多元概率分布的土体硬化模型参数预测. 岩土力学, 46(05), 1392-1408.

[115] 陶袁钦, 孙宏磊, & 蔡袁强. (2021). 考虑约束的贝叶斯概率反演方法. 岩土工程学报, 43(10), 1878-1886.

[116] 邬文昊, 孙宏磊, & 翁振奇. (2023). 生物聚合物对高含水量淤泥压缩渗透特性的影响. 哈尔滨工业大学学报, 55(06), 117-124.

[117] 叶朝晖, 徐山琳, 孙宏磊, 陆靖凌, 叶晨豪, & 刘卫未. 广义达西定律下黏土渗透系数抽滤快速测定方法研究. 铁道科学与工程学报, 1-11. doi:10.19713/j.cnki.43-1423/u.T20250136

[118] 张世民, 陈万里, 刘嘉英, & 孙宏磊. (2024). 考虑颗粒形状的离散元法在岩土工程中的应用进展. 科学技术与工程, 24(02), 447-454.

[119] 赵家琛, 吕江, 赵晖, & 孙宏磊. (2021). 高能级强夯处理抛填路基的有效加固深度. 土木与环境工程学报(中英文), 43(05), 27-33. 

授权发明专利：

[1]   孙宏磊,何自立, 周俊达, 蔡袁强, 徐彬. 基于YOLOv8网络模型的粗粒土破碎颗粒追踪方法[P]. 浙江省: CN118537366B, 2025-04-15.

[2]   孙宏磊,何自立, 陆靖凌, 翁振奇, 吴健, 杨杓, 汪万杰. 可调围压的真空预压中土体变形特性的试验和观测系统及试验方法[P]. 浙江省: CN113686665B, 2025-01-03.

[3]   孙宏磊,陆逸, 翁振奇. 一种用于室内真空预压模型试验的模型桶装置[P].浙江省: CN113026827B, 2024-12-24.

[4]   何自立, 周俊达, 孙宏磊,蔡袁强, 徐彬. 一种基于改进YOLOv8的粗粒土破碎颗粒追踪方法[P]. 浙江省: CN118470062B, 2024-12-10.

[5]   沈梦芬, 娄国潮, 孙宏磊, 潘晓东, 伍婷玉, 徐山琳, 蓝沐林. 一种用于模拟盾构开挖和监测隧道与土体变形的可视化装置以及盾构模拟试验方法[P]. 浙江省: CN113586070B, 2024-11-19.

[6]   李水江, 齐添, 孙宏磊, 黄永基, 张金荣. 一种模拟海底管道运动的试验方法[P]. 广东省: CN114088339B, 2024-10-25.

[7]   孙宏磊, 翁振奇, 兰慧军. 一种室内可变深度的真空预压模型桶装置及其试验方法[P]. 浙江省: CN113640128B, 2024-09-03.

[8]   孙宏磊,陆靖凌, 翁振奇, 周琳. 一种用于拉链式土工管袋的手型接头连接构造及其使用方法[P]. 浙江省: CN111088791B, 2024-08-23.

[9]   孙宏磊, 翁振奇. 一种基于法兰连接的气密封闭真空预压模型桶装置[P]. 浙江省: CN111007232B, 2024-07-19.

[10] 伍婷玉, 蒋耀晨, 蔡袁强, 孙宏磊, 潘晓东, 曾玲玲, 史吏, 袁宗浩, 沈梦芬,潘坤, 王康宇, 徐山琳. 一种重塑土的制样装置及其制样方法[P]. 浙江省: CN112985934B, 2024-07-05.

[11] 孙宏磊, 齐添, 周卫东, 张金荣, 祝健钊. 基于模型槽的波浪荷载加载装置及试验方法[P]. 广东省: CN107727342B, 2024-05-17.

[12] 孙宏磊, 翁振奇, 何自立, 俞子逸, 张甲峰. 一种真空预压法水平排水板铺设系统及现场施工方法[P]. 浙江省: CN114703828B, 2024-02-06.

[13] 刘俊伟, 孙宏磊, 于秀霞, 崔林, 冯凌云. 一种地基局部塌陷修复设备[P]. 山东省: CN115419128B, 2024-01-05.

[14] 刘俊伟, 孙宏磊, 于秀霞, 尚文昌, 张超, 栾树洋, 来守祥, 薄其睿. 一种海堤迎面波浪冲击性能检测方法[P]. 山东省: CN116823066B, 2023-11-21.

[15] 伍婷玉, 蒋耀晨, 蔡袁强, 孙宏磊, 潘晓东, 曾玲玲, 史吏, 袁宗浩, 沈梦芬,潘坤, 王康宇, 徐山琳. 一种浅层生物气空腔自动识别与填充设备以及生物气空腔注浆填充的施工方法[P]. 浙江省: CN114032906B, 2023-08-22.

[16] 潘晓东, 谢强, 袁宗浩, 蔡袁强, 孙宏磊, 赵晖, 吕江. 一种基于反滤层的消落带边坡生态治理方法[P]. 浙江省: CN114197393B, 2023-08-08.

[17] 孙宏磊, 刘斯杰, 蔡袁强. 真空预压和堆载预压相结合的沉降柱试验仪及试验方法[P]. 浙江省: CN107436140B, 2023-04-11.

[18] 潘晓东, 周廉默, 何自立, 蔡袁强, 孙宏磊,史吏, 袁宗浩, 沈梦芬, 王康宇,潘坤. 真空预压过程中观测土颗粒运动的试验系统及试验方法[P]. 浙江省: CN111537415B, 2022-10-11.

[19] 王鹏, 孙宏磊, 王军, 腾凌飞, 张丙钦. 土体一维固结试验装置及其试验方法[P]. 浙江省: CN105547780B, 2019-02-19.

[20] 孙宏磊, 蔡袁强, 杨逸敏. 一种基坑突涌演示仪及其基坑突涌实验研究方法[P].浙江省: CN104900130B, 2017-06-20.

[21] 孙宏磊, 蔡袁强, 杨逸敏. 一种一维水平循环荷载加载装置及其实验方法[P]. 浙江省: CN105002938B, 2016-12-07.

教学奖励：

• 2025，浙江工业大学研究生教育教学成果奖，特等奖，排名第一

• 2024，浙江省研究生教育学会教育成果奖，二等奖，排名第一

  
  

教改项目：

• 教育部产学合作协同育人项目，浙江工业大学智慧工地技术岩土工程实践基地建设，2024年，孙宏磊，主持

• 浙江省研究生教育学会科研项目重点项目，新时代土木工程专业学位研究生校企协同培养模式改革，2023年，孙宏磊，主持

• 浙江工业大学研究生教学改革项目重点项目，基于校企协同共建基地的土木工程专业学位研究生培养模式研究，2023年，孙宏磊，主持

• 浙江工业大学专业学位研究生教学案例库培育建设项目，岩土工程典型特殊土地基处理案例库，2023年，孙宏磊，主持

• 浙江工业大学一般教学改革项目，新工科背景下以学科竞赛为驱动的土木工程本科生综合能力提升培养机制改革，2021年，孙宏磊，主持，结题

  
  

课程建设：

• 浙江工业大学校企联合课程项目，特殊土与地基处理，2023年，孙宏磊，课程负责人

• 浙江省一流课程，工程地质，2022年，孙宏磊，课程负责人

• 浙江工业大学虚拟仿真实验教学项目，真空预压虚拟仿真实验，2022年，孙宏磊，课程负责人

  
  

教学研究论文：

[1] 孙宏磊.信息化背景下如何提升教师专业能力[J]. 中国成人教育, 2020, (04): 91-94.

[2] 孙宏磊,伍婷玉,刘晓,等. 基于竞赛驱动的本科生综合能力培养探索与实践——以土木工程专业为例 [J]. 建筑与文化, 2024, (08): 18-20. 

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